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HomeMy WebLinkAbout0359 CAP'N LIJAH'S ROAD um �.�� _ _ ,n.ti3�i �1 �� 2 _ .. .: ' 1 5. a o .. � - - ,( 7 c Y:. I - S JA) POORECENEO AiIDRECDRDED . yd• •'� •an FEB-T P R 40 .'w - OAR1•STAfiLE atI11TY (11 LO=MAP 1•.2000' MAP 193 PARCEL 103 B 142 �1 // e< ,lp �Y -E g e�eo yTe4 � ANY 28j �tw D, veehg.90 2 -3 ao/3, PD S.4` / f _ �ry0 SO 6> / EPt AAl4 69? 0°' o Ne C.�oo4`S !�q 0 3 Z I HER CERTIFY THAT THE PROPERTY CO 80.. �b 4�W Q G LINES SHOWN ON THIS PLAN ARE THE LINES OMOING EMSTNOONNERSHIPS AND THE LINES OF STREETS AND WAYS SHOWN 'S4 - 00Nq ARE THOSE OF PUBLIC OR PRNITE STREETS ?� / •T3 ,2 OR WAYS ALREADY EMUSHED AND THAT NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. t•4$ /Bk a/3q 0 V� MARCH 22,2006 ��, / n0�9 RES.PROF.LANO SURVEYOR P ¢ I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE RMISTER OF DEEDS. _ H MARCH 22.OD06 df_rG P. ! C„ P, REG.PROF.LAND SURVEYOR J PLAN Of LAND IN BARNSTABLE,(CEN7ERVILLE) MASS. FOR DEAN F.AND PAMELA STANLEY ' MARCH 22,2006 O 40 120 80 - SCALE IN FEET 1'=40' J EDWARD E.KELLEY REG.PROF.LAND SURVEYOR BOX SI CUMMADUID,MA.OZ637' �c.J'`Lo vv•fit' C:�f`.e.� PLAN REF.-PLAN BOOK 277 PAGE 98 I I l B=5303 RGE 167 '! 6'7201 WE, CHARLES F. STANLEY and JOAN C. STANLEY, both of 205 Oakmont Road, Cummaquid, Barnstable County.Massachusetts 02 37 in consideration of ONE DOLLAR ($1.00) AND 00/100 paid grant to DEANE P. STANLEY and PAMELA STANLEY, husband and wife, as TENANTS BY THE ENTIRETY, both of 359 Capt. Lijah's Road, Centerville, MAssachwstittiih�>3t2ta1tettttttis thelandA situated in Barnstable (Centerville), Barnstable County, Massachusetts, described as follows: WESTERLY by Gorham Lane; NORTHERLY by Lot 12 on the hereinafter mentioned plan; EASTERLY by a line being an extension of the easterly boundary of Lot 14 on the hereinafter mentione plan, said line intersecting with Lot 12 on th hereinafter mentioned plan; SOUTHERLY by Lots 14 and 13 on the hereinafter mentioned plan; Being shown as a portion of the recreation area on a plan of land entitled "Plan of Land in Centerville, Barnstable, Massachusetts, fo Charles F. Stanley, Drawn by A.A.M., Scale 1"=60' Date: August 21, 1973, Charles N. Savery, Inc. Registered Engineers-Surveyors, Hyanni , Mass.", which said plan i duly recorded with the Barnstable County Registry of Deeds in Plan Book 277, Page 98. For title, see Deed recorded in Barnstable County Registry of Deeds Book 1928, Page 8. Executed as a scaled instrument this �`�>" of Au 9 86 ! jr 942 a mmonfutalt4 of "Muse c4usette • Barnstable, August 21 , 1986 Then personally appeared the above namedCHARLES F. STANLEY and.JOAN C. STANLEY and acknowledged the foregoing instrument to be their free act and deed, Before me, - � `'- Nwery Pub& BARNSTABLE COUNTY y �laa>r�felfxx 'REGISTRY OF DEEDS My commission expires I f 199 Z 1 A TRUE COPY,ATTEST RCDORDED SEP 16 86 JOHN F.MEADE,REGISTER i S/ /RP�/ 1-605-331-0353 �,J / j Fax 1-605-335-0357 www.cnasurety.com PO Box 5077 Sioux Falls SD 57117-5077 Email: uwseryicesig�cnasurety.com May 20, 2015 Agent Code: 2018322 Town of Barnstable Building Inspector Town Hall 367 Main Street, 4th Floor Hyannis, MA 02601 Re: Bond#62330206 - Dean Stanley Building Contractor, Inc. 359 Capt. Lijahs Centerville, MA 02632 $880.00 - Street Cutting Town of Barnstable Company Code: 601 -Western Surety Company On May 7, 2015, we sent you a letter of cancellation for this bond. We now wish to rescind our initial letter. This bond is to remain in full force and effect with no lapse in coverage. We will continue as surety on this bond. We are sorry for any inconvenience this may have caused you. >' Sincerely, Jean R. Johnson , Underwriting Consultant cc: Northwood Insurance Agency, Inc. - Dean Stanley Building Contractor, Inc. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �-p t 4bo LA Map /313 Parcel /Od Application # Health Division Date Issued 513a /VW Conservation Division Application Fee Planning Dept. Permit Fee A, <LC? (� Date Definitive Plan Approved by Planning Board Historic - OKH -- Preservation/ Hyannis Project Street Address 4f,"Jv 06,1 rs R�1 Village ejnl� er.Ale. Owner h ewn S�Ardty Address 30(,� & 69i�4nWI/4 MA 0�631, Telephone -4'0,- 9,7JO-3496 Permit Request trls'r LL s&gng ELEt-Yrn,c TAA&Ls 44/glr d e,,pQrpdts.os syte;6.0.d 26 6e ,d AeramuEemy-wr7w womg-Azh-eYwjeA L WsTa-.K //7d, &j Square feet: 1 st floor: existing -- proposed 'r 2nd floor: existing — proposed — Total new. Zoning District RC Flood Plain Groundwater Overlay -- Project Valuation 09000 Construction Type M AIEerAAlo n Lot Size ,lo c4. %0- Grandfathered: ❑Yes/v,t No If yes, attach supporting documentation. V �v Dwelling Type: Single Family 'X Two Family ❑ Multi-Family (# units) Age of Existing Structure r Historic House: ❑Yes No On Old K s Higher: ❑des )4No Basement Type: ❑ Full ❑-Erb " ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (s .ft) 'Z- Number of Baths: Full: existing new Half: existing 'Pew - Number of Bedrooms: existing - new °" Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Cas MAL1,Oil ❑ Electric ❑ Other Central Air: ❑`Fest\ ,7J-No Fireplaces: Existing w Existing wood/coal stove: t7ms ENo Detached garage: ❑exiAW Lttnew size_Pool: ❑ exisPivy,4j-new size = Barn: ❑ existtn %Mw size_ Attached garage: ❑ exist ❑-new size —Shed: ❑ exisVA a new size = Other: Zoning Board of Appeals Authorization ❑ Appeal # "" Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use Proposed Use No ��•gNq e A APPLICANT INFORMATION - - (BUILDER OR HOMEOWNER) Name f�& �olAxC°.i�y (eo-Po Y,X-?4 Telephone Number Address 1.10 ?Ooroorg& ? ek ,fir sy 9,4410 License# GAS/074.0 11 1Vd.ndrok ,e X0 a?SO Home Improvement Contractor# 464 'T,Z Worker's Compensation #41AM6d��50o?5l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a o�ur»O�z/er SIGNATURE ? _ _ DATE /O/D,70/ I FOR OFFICIAL USE ONLY IR APPLICATION# F DATE ISSUED MAP PARCEL NO. : jt ADDRESS VILLAGE OWNER Ik DATE OF INSPECTION: FRAME '> FIREPLACE * ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL `> FINAL BUILDING' l[K S DATE CLOSED OUT , ASSOCIATION PLAN NO. ,Y i i f The Commonwealth of Massachusetts Department of Industria(Accidents Offke of Investigations ' I Congress Street,Suite 100 . r Boston,MA 02114-2017 www.massgov/din q Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name(Business/organization/Individual): SolarCity Corporation 4• Address:3055 Clearview Way r San Mateo,'CA 94402 888-165-2489 t City/State/Zip: �Phone#: Are you an employer?Check-the appropriate box: Type of project(required):. 1.0 1 am a employer with 7000 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 8, ❑Demolition- working for me in an capacity. employees and have workers' . g Y p h'- .. t - � 9..❑Building addition [No workers' comp:insurance comp.insurance. l i required.] 5. ❑ We area corporation and its ME]Electrical repairs or additions 3.ElI am a homeowner doing all work officers have exercised their I I.[]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL l 2.❑Roof repairs t insurance required]t c.152,§1(4),and we have no Solar Panels 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: Y n t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide then 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:Liberty Mutual Insurance Company WA7-66D-066265=024 09/01/2015` Policy#or Self-ins,Lic.#: t Expiration Da e: Job Site Address: 359 Cap'n Lijahs Road City/State/Zip: Centerville.MA ` Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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 copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby,certify under the pains and Penalties of perjury that the information provided above Is true and correct Signature `Date: 10/14/2014 i 7818167489 _ Phone#� � Official use only..Do not write in this area,to be completed by city or town official. 3 z T - City or Town: i ' PernflMcerise# `' Issuing Authority(circle one):. for.5.Plumb i 1.Board of Health Z.Building Department 3.City/Town Clerk 4.Electrical Inspector. ing Inspector. 6.Other. x . Contact Person: Phone Z AeCORkIr oii2s@0 CERTIFICATE OF LIABILITY INSURANCE °0800"°°'"YY"' 14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. k' IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed if SUBROGATION IS WAIVED,subject to ( the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 PHONE No): CALIFORNIA LICENSE NO.0437153 ADDRESS" SAN FRANCISCO,CA 94104 INSURER(S)AFFORDING COVERAGE NAICA 998301-MD•GAWUE-14-15 INSURIERA:LiUq Mutual.Fue Insurance Company 16586 4 INSURED INSURER a Libeity Insurance Corporation 42404 Ph(650)963-5100 - SolarCilyCorporation INSURERC:NIA NIA 3055 Clearview Way San Mateo,CA 94402 INSURER o INSURER E•. INSURER F. COVERAGES CERTIFICATE NUMBER: SEA4024402%-M 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 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. LLTTR TYPE OF INSURANCE ADOL SU POLICY NUMBER ' POLICY EFF NPO POLICY EXP LIMITS =11. DrYYYYJ A GENERAL LL48U Y TB2-061-066265-014 09/012014 09/01015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED- X COMMERCIAL GENERAL LIABILITY PREMISES Eao=mence $ 100'000 CLAIMS-MADE rq OCCUR MED EXP(Any one Person) $ _ 10,000 PERSONAL&ADV INJURY $ -1•�•�0 GENERAL AGGREGATE S 2,000.0W GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2.0R0W X POLICY. X PRO- LOC Deductible $. 25,000 A AUTOMOBILE LIABILITY AS2-661-06626540144 091012014 09101/2015 O END SINGLE LIMIT ---- - - ANY AUTO BODILY INJURY(Per wson) $ ALL OWNED SCHEDULED 1,000,000 AUTOS AUTOS - BODILY INJURY(Per accident) $ XNON-OWNED PROPERTY DAMAGE $ 1X HIRED AUTOS N AUTOS Per accident X Phys.Owtage COMPICOLLDED: 3 $1,0001$1,000 UMBRELLA e L1A9 HOCCUR - - EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ f DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D-M265-024 09/011M4 0910112015 X I WCSTATU- I JOTH-' AND EMPLOYERS'LIABILITY br B ANY PROPRIETORIPARTNF_R/EMCMWEa N./A iWC7.661-066265-034(WI) 09/01/2014 09I012015 ELFJICHACCIDENT $ 1,00(1,000 B (OFFlCER/ In Hlq NH)BER EXCLUDED? i'WC DEDUCTIBLE:$350,OW 1,000,000 ARarldatory EL DISEASE-EA EMPLOYE $ If yes,desmbe,under I 1,000,000 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMB S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remaft Schedule,U more space rs required) [Wence,of Inwanoe. CERTIFICATE HOLDER CANCELLATION SDIarCity Corporation - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Ctearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&limrance Services t Charles Marmotelo 019W2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD . r V,0 ' fficeof Consumer Affairs'and Business Re ulation O g 10 Park Plaza - Suite 5170 Boston,Massachusetts 02116 Home Improvement.Contractor Registration : Registration: 168572. Y• Type: Supplement Card SOLARCITY CORPORATION Expiration: 3(8�20�5 � -� CRAIG ELLS j-1 24 ST. MARTIN STREET BLD 2 UNIT11 `� -- -- MARLBOROUGH, MA 01752 - - -r Update Address and return card.Mark reason for change. scn.i aoM-os�i{ r Address Renewal" (� Employment U Lost Card fTice of Consumer Affairs&Business Regulation { License or registration valid for individul use only 1 OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation �y Registration: 168572 Typt;,, 10 Park Plaza-Suite 5170 Expiration: 3/f312015. Supplement<ard Boston,MA 02116 SOLARCITY CORPORATION ' � t, 5 CRAIG ELLS 24 ST MARTIN STREET BLO 2UNI 4�— .�- iMhL.BOROUGH,MA 01752 Undersecretary Not v lid without signature~ iAaisachusettt •Oeparlmentof Pubf{c s0ow Board_ of Budding Regulatro6s and Stariilaic,` tice.nse. CS-107663 ; •4 CRAIG ELLS 206 BAKER STREET'• �, 'I Keene AYH 03431 ' Carilrruti;ati�tn 08/29/2017 QN Office of Consumer Affairs.and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration 7 ! Registration: 168572 = Type: Supplement Card t) . . SOLARCITY CORPORATION =' Expiration: 3/8/2015 r t NILE MILLER 24 ST. MARTIN STREET BLD Z UNITr1.1 MARLBOROUGH, MA 01752 _ -r _ Update Address and return card.Mark reason for change. SCA 1 0 2OM-05111 Address F1 Renewal [!. Employment Lost Card free of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistratton- 168572 Type. 10 Park Plaza-Suite 5170 Expiration: 3/8l2015`. Supplement 1:-ard Boston,MA 02116 SOLARcrry CORPORATION" NILE MILLER 24 ST MARTIN STREET BLD 2UNI ,� AAhLBOROUGH,MA 01752 Undersecretary Not valid without signature l � e DocuSigne"'ziyelope ID:4E8D96B4-34B6-4B2F-977E-21E39A6BFB6C 0A.SolarCit v 3055 Clearview Way, San Mateo, CA 94402 w SolarLease T (888) SOL-CITY F(650) 560-6460 SOLARCITY.CON SUMMARY Date: 7/23/2014 Customer Name and Address Customer Name Installation Location Contractor License DEAN F STANLEY 359 Cap'n Lijah's Rd £k.MA HIG 168572/MA Lic. MR 359 Cap'n Lijah's Rd CENTERVILLE, MA 02632 1136 CENTERVILLE, MA 02632 - Estimated Solar Energy Production First Year Annual- Production: 12,778 kWh Initial Term Total Production: 243,771 kWh Payment Terms _ Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg. Inspection: $0.00 Estimated Price per kWh First Year: $0.1338 Annual Increase: 2.5 % First Year Monthly SolarCity Bill: $142.47 Lease Term 20 Years SolarCity's Promises to You: Your Prepayment and Transfer Choices During the • SolarCity will insure, maintain, and repair the System Term: (including the inverter)at no additional cost to you as If you move,you may transfer this agreement to the specified in the agreement. purchaser of your Home, as specified in.the agreement. _ • SolarCity will provide 24/7 web-enabled monitoring at If you move,you may+prepay the remaining payments no additional cost to you, as specified in the agreement.. (if any) at a discount. • SolarCity will provide a money-back production guarantee, as specified in the agreement. Your Choices at the End of the Initial Term: • SolarCity will warranty your roof against leaks and restore your roof at the end of the agreement as • SolarCity will remove the System at no additional cost specified in the agreement. to you.. . The pricing in this Lease is valid for 30 days after • You can upgrade to a new System with the latest solar 7/23/2014. If you don't sign this Lease and return it technology under anew contract. to us on or prior to 30 days after 7/23/2014, SolarCity • You may renew your agreement.for up to ten(10) reserves the right to reject this Lease unless you agree years in two(2) five (5) year increments. to our then current pricing. • Otherwise, the agreement will automatically renew for . We are confident that we deliver excellent value and an additional one (1)year term at 10% less than the customer service. AS A RESULT, YOU ARE FREE TO then-current average rate charged by your local utility. CANCEL ANYTIME AT NO CHARGE PRIOR TO CONSTRUCTION ON YOUR HOME. , f . SolarLeasek version 6..4.1,July 2nd, 2014 SAPC/SEFA Compliant Document Generated on 7/23/2014 DocuSign Envelope ID:4E8D96B4-34B64B2F-977E-21E39A6BFB6C -� 22. PUBLICITY I have read this Lease and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this SolarCity will not publicly.use or display any images of Lease. the System unless you initial the space below. If you initial the space below, you give SolarCity permission to take pictures of the System as installed on your Customer's Name: DEAN F STANLEY Home to show to other customers or display on our website. 000uftnea by: Signature: r— �t,aVt. Homeowner's Initials. 63cc569WBIo406... }} Date: F-7y23-/2014-1 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR Customer's Name: TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1, Signature: THE ATTACHED NOTICE OF CANCELLATION FORM, FOR AN EXPLANATION OF THIS RIGHT. Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO NIT. Olar�l}" CANCEL THIS LEASE UNDER SECTIONS 6 AND 23, YOU MAY ALSO CANCEL THIS LEASE AT NO COST SolarLease AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. SOLARCITY APPROVED 25. Pricing The pricing in this Lease is valid for 30 days after '':--� Signature:7/23/2014. If If you don't sign this Lease and return it LYNDON RIVE, CEO to us on or prior to 30 days after 7/23/2014, SolarCity SolarLease reserves the right to reject this Lease unless you agree to our then current pricing. �-�SolarCity. Date: 7/23/2014 SolarLease version 6.4.1, July 2nd, 2014 SAPC/SEFA Compliant QSoiarCity. OWNER AUTHORIZATION Job ID: 0;6 'KO,, Location: .3 9 C n'11 G -'y+ 4 1 K�L C Q/) '(/7/� I as Owner of the subject property hereby authorize SolarCily Corp— IC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Sig nature of Owner: Dater xrCr ,s:.itnw,r: ,EN, dw'; t?t i1 .r a.IC'Sju;B kt/1 Y a tc a;- : CVU, f«iO.';:{`.;SOVIZ' SOLARCM.CO'M Y{+, . a-.S31"r�R�:.�i«:,,y.,ril li;.?'„ ., •.y,Ni,,; -,�..?M1 to n' t::; f,..-Y::." ri.a�;; ;t Vw St:;yPt.JCK1?d1's OF-_yqs v Version#37.9 AMIR G • MASSOUMI• '`�+• Y- 1 c CIVIL tVo.5555 August 6,2014 S ;f Project/Job# 026440 RE: CERTIFICATION LETTER Amir Massoumi Project: Stanley Residence,359 Capt Lijahs Rd 2014.08.07 18:29:42 -07, , 00 CENTERVILLE,MA 02632 . 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 -MP1: Roof DL= 12.5 psf, Roof LL/SL= 17.4 psf(Non-PV Areas),Roof LL/SL= 10.8 psf(PV Areas) -MP3: Roof DL= 12.5 psf, Roof LL/SL= 17.4 psf(Non-PV Areas), Roof LL/SL= 10.8 psf(PV Areas) -MP4: Roof DL= 12.5 psf, Roof LL/SL= 17.4 psf(Non-PV Areas), Roof LL/SL= 10.8 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 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, Amir Massoumi,P.E.- Civil Engineer Direct: 650.963.5611 email: amassoumi@solarcity.com ., +R.vS.; y---�r•�$,.S '`„-�," �t.S`i,'aa pw-+ib�.',a-''"��•.T.'�.r r-_,'_{ ::�yi'�'- {`;Fn...:+.y',:�`11 .:air"Rk T"" •,:� �` I 08.06.2014 SleekMountTM PV System Version#37.9 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Stanley Residence AHJ: Barnstable Job Number: 026440 Building Code: MA Res. Code, 8th Edition Customer Name: Stanley, Dean Based On: IRC 2009/ IBC 2009 Address: 359 Capt Lijahs Rd ASCE Code: ASCE 7-05 City/State: CENTERVILLE, MA Risk Category: II Zip Code 02632 Upgrades Req'd? No Latitude/ Longitude: 41,679617 -70.355130 Stamp Req'd?, Yes SC Office: South Shore PV Designer: Orson Homer Calculations: Brad Taylor EOR:' Amir Massoumi P.E. 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 = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP IV; s ' J O ' A le A si or EA, USDA Farm Service A ency! &A�% K' assGIS, Commonwealth of Massachl'kwisetts 359 Capt Lijahs Rd, CENTERVILLE, MA 02632 Latitude: 41.679617, Longitude: -70.35513, Exposure Category: C f STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP.,1 w_ a. Member Properties Summary MPl Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roofs stem Properties ` ". S-ant '" • '12.48 ft -- Act uaI D'Uh° VY' 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof " Span 3 '' A'" 10.88 in.A2' Number of Layers(Comp only) 1 Layers San 4 S 13.14 in.A3 Re-Roof to,1 La er of Comp? No San 5 I 47.63 in.^4 Plywood Sheathing Yes Total Span 13.14 ft TL DefTn Limit 180 Board Sheathing 0, A_ rt & �- None» Aow W.PV�1 Startxs,, �,i0.75 ft : `, -Wood Species. d ,. ,SPF,, .. Vaulted Ceiling Yes PV 1 End 12.50 ft Wood Grade #2 Rafter Sloe ay,. .:,: 370 1 PV_2 Start'! V R` x 191W F qh ° 875 si 411 Rafter Spacing 16"O.C. PV 2 End F 135 psi Top Lat Bracing Full PV 3 Start ' E°" 1400000 psi Bot Lat Bracing_ Full PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 12.5 psf x 1.25 15.7 psf 15.7 psf PV Dead Load ` PV-DL 310 d '-�x 1:25 ` �d3.8 sf _'' Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load _ LL SL'2 30.0 psf x 0.58 J,x 0.36 17.4 psf ' 10.8 psf Total Load TL 33.1 psf 30.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)p9; Ce=Ct=is=1.0; Member sign Summary(per NDS Governing Load Comb CD CL + CL - CF Ci D+S 1.15 1.00 1 1.00 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 35 psi 0.7 ft. 155 psi 0.23 B6ndifiq + Stress V W . 116%;, 712 'si `_N6.9 ft. 4, 4-- 1389 siv � w *0.51, xn ., .(Governs), Bendin - Stress -9 psi 0.7 ft. -1389 psi 0.01 Total Load Deflection ' 0.33 in: 'ro "6:9`ft. 457 "r" 0 0.39 `T' . .: [CALCULATION OF DESIGN WIND LOADS=-MP1 - Mounting Plane Information Roofing Material Comp Roof RV-System_TYpe x ' _ ,.� " SolarCity_SleekMountT",i- ;,, ; - , .. Spanning Vents No Standoff; Attachment Hardware s = �� 1 ; 77 ...' Qom Mountl e`C.,., � Roof Slope 370 Rafter Spacing s __ _ - _ 16"O.G` TI �- Framing Type Direction Y-Y Rafters Purlin Sp_acing'' `:' X-X Purling Only' NA Tile Reveal Tile Roofs Only NA Tile_Attachment_System; s' Tile se �s._ NA Standin Seam Spacing SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wir D gn,Method '_ - Partially/F lu ly Enclosed�Method 7 Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category 'T C Section 6.5.6. Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h m 25 ft._ a,'y y ,Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt } ..y•.., 1 00 4• «: Section 6.5.7 --- Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor.A. w "p- .� I a ,.. . ik. _;x1 ;ram 1:0 *4 ^ - � -a�a. . Tatile 6''1^ Velocity Pressure qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) qh 24.9 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext:Pressure Coefficient' Down GC oo „ ', h:. 0.88 w n Fig..6-11B/C/D-14A/B Design Wind Pressure P p =qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" M xa Allowable Cantilever= =Land capes ry 24" N_A Standoff Configuration Landscape Staggered Max Standoff Tributary Area Tnb ffi w ,. 1Tsf PV Assembly Dead Load W-PV 3 psf Net,Wind UPlift:at Standoff ualL—L• ._ t :-383 Ibs ... x .i Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci ., x DCR . e;, 76:5%o y 01 �u, r X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable C__antilev_er =Portrait .. .,�° # 17'_'•,W, NA Standoff Configuration Portrait Staggered Max Standoff_Tributa Area Trib t - 21 sf _ ^rY._ — PV Assembly Dead Load W-PV 3 psf NetNet Wind'Uplift at Standoff 'T-actual -479 Ibs' Uplift Capacity of Standoff T-allow___ 500 Ibs Standoff Demand Ca aci DCR 95.7% ,. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK -' MP3 Member Properties Summary MP3. Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Properties ` Span 1 " 13.88 ft" Actual'D ' 7 " .25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material `._�f'COm :Roof =• .<S an 3 r== " a � ',:A%1 k 10 88 in.^2% ��� t Number of Layers(Comp Only) 1 Layers) San 4 S. 13.14 in.A3 Re-Roof to 1 Layer of Comp?_ No .. San 5 4 I 47.63 in.^4- Plywood Sheathing Yes Total Span 14.54 ft TL Defl'n Limit 180 Board Sheathing v None PV:1 Start 1.58 ft Wood Species SPF Vaulted Ceiling Yes PV 1 End 11.67 ft Wood Grade #2 a-fter:Slo a"09 =_.k " - 370;,' ' RV PV 2 Start ' A•t �" `F" i 875 si .. Rafter Spacing 16"O.C. PV 2 End Fy 135 psi f Top Lat Bracing ;, -Full PV;3 Start .: f E 1400000 sib. Bot Lat Bracing Full 'PV 3 End E.in 510000 psi Member Loadincqi mary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 12.5 psf x 1.25 15.7 psf 15.7 psf PV Dead'Load " n PV=DL"`: V• `' -10' sf I 149`z= 1:25 °"•" n 3 8 sf ` `t Roof Live Load RLL 20.0 bsf -x 0.75 15.0 psf Live/Snow Load _ _ LL SOf 30A psf ° x 0.58 x 0:36 h°: 17.4:"sf 10:8 sf.ma. Total Load TL 33.1 psf 30.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct](Ij p9; Ce=Ct=Is=1.0; Member Design Summary (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR m Shear Stress 40 psi 0.7 ft. 155 psi 0.25 Bending + Stress 889-psi 7.6 ft. 1389 psi 0.64 (Governs): Wending - Stress -9 psi 0.7 ft. .-1389 psi 0.01 Total Load Deflection '�' •`' 0.51`in. 7:6'ft. -4- 0.55 ' � Y r , _ I [CA LCULATION_OF DESIGN 1i!-ND LOADS MMP3-_ Mounting Plane Information Roofing Material Comp Roof PV_S_ystem Type - - >_ SolarCity SleekMountT"" ' Spanning Vents No Standoff Attachment Hardware) Roof Slope 370 Rafter Spacing if;"O C Framin Type Direction Y-Y Rafters Purlin,Spa_cing `"_. ,YX_X=Purlins_Only j,` µT , Tile Reveal Tile Roofs Only NA Tile Attachment System Nile Roofs Only NA Standin Seam S acin SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method << ,. _ =' 7 Partially/Fully;Enclosed Method cY` Basic Wind Speed V 110 m_uh Fig. 6-1 Exposure Category -, C Section 6.5.6.3 -- Roof Style Gable Roof Fig.6-11B/C/D-14A/B MeanRoofHei ht r,ah- „7 25;ft -Section6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor -._KA 1.00 _Sec!tion 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor �,,��° � �� I O ,, -, 1; ��,.:. _ .,:- ;; 0 s �� - ® ,�'r'..'_, _. Table 6'1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.,Pressure Coefficient Down GC � .,;r _ 0.88, n> Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down Pfdowni 21.8 psf ALLOWABLE STANDOFF SPACINGS ' X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max_Allowable,Cantileve_r� ... x. Landscape ' x Standoff Configuration Landscape Staggered Max Standoff-Tributary_Area _ _ Trib 17 sf _ PV Assembly Dead Load W-PV, 3 psf Net,WmdUplift _ Standoff � urxy Tactual . �_ �'� 383�Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 76.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever:= � 11Portrait 17"i r NA Standoff Configuration Portrait Staggered Max Standoff_Tributary.Area Tab 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind U lift at Standoff >w T-actual =479 9bs : :. . w —- p Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 95.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.24 ft Actual W 1.50" Roofs stem Properties ' San 1 7" '" 9.37' NTr,,- 4Actual D Y e '' 7.2511 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp.Roof "S an 3 A' 10.88'in:A2` Number of Layers(Comp Only) 1 Layers San 4 S. 13.14 in.A3 Re-Roof to 1 Layer of Com ?.,, No San 5 jz n I 47.63 in.A Plywood SheathingYes Total Span 9.61 ft TL DefTn Limit 180 Board Sheathing. , 4_ None.ZIE PV 1°Start r : e ,. 1.42 ft s c.:t _, .Wood Species i� SPF r Vaulted Ceiling Yes PV 1 End 9.00 ft Wood Grade #2 Rafter-Slope '3T` XY t 37° TV 2 Start t :sl, �" ,F r 875 si , Rafter Spacing 16"O.C. PV 2 End F. 135 psi To .Lat Bracin__""+ �s 1- Full PV 3 Start �~' '� . .,: ,E :•_1400000 psi Bot Lat Bracing Full PV 3 End E.ih 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 12.5 psf x 1.25 15.7 psf 15.7 psf PV Dead Load IP 'V? '.,,''PWDL ' 4 W3.0' sf •"• x 1:25 WO vi 44 .a- 4 03.8 sf-• Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load` " "LL SL12 "30A sf "x 0:58 `xb:36" 17:4`sf '" 108w sfff", Total Load TL 33.1 psf 30.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Q(Ct)(IS)pg; Ce=Ct=IS=1.0; Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1.00 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 24 psi 0.2 ft. 155 psi 0.16 Bendiri` + Stress «- 405 psi, __ 4.9 ft. ' g 1389 si" 0.29. Governs Bending H Stress -1 psi 0.2 ft. -1389 psi 0.00 Total Load Deflection :. .: :O:ll in 4.9 ft. 1071.w. r'. 0.17_ •. , n . vy 'CALCKkTION_OF DESIGN WIND_LOADS - MP4_ Mounting Plane Information Roofing Material Comp Roof PV System Type 4•SglaFW51eekMouptT M.� Spanning Vents No Standoff Attachment Hardware sk .Mk, T 47 7 -Comp Mount;l e C ^ s #, ^e t Roof Slope 370 Rafter, POP + sy — Framing Type Direction Y-Y Rafters _ p_g " X-X Purlins Only_ a w•. - NA "P,urhn S acin ..� = i —��_.` -- Tile Reveal Tile Roofs Only NA Tile Atfa_6 ent System "' Tile Roofs Only __ NA IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind;Design,Method fir,, , h, Partially/FullyvEnclosed.Method `t = ' Basic Wind Speed V 110 mph Fig. 6-1 EXpo ego�, ..Y' 'y .ay 77, Cry Section 6 5 6 - -- Roof Style Gable Roof Fig.6-11B/C/D-14A/B Ji Mean RoofHei ht h 25 ft`' Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor " Krt -, 1.00 xSection 6.5.7n Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor I _1.0 Table 6-1 X. Velocity Pressure qh qh =0.00256(Kz)(Krt)(Kd)(V^2)(I)24.9sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC' �=- ._` ��0.88 " ' ""` Fig:6-11B/C/D-'14Ajs Design Wind Pressure P p =qh(GC ) Equation 6-22 Wind Pressure Up Pfup) -23.7 psf Wind Pressure Down Pfdawnl 21.8 psf I ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing n Landscape 64" 39" Max Allowable C_antilev_e__r xm nLandscape . .. Standoff Configuration Landscape Staggered Max Standoff Tributary Area; . Tribe =17 sf .4 , . PV Assembly Dead Load W-PV 3 psf Net,Wmd U lift at Standoff �' g T-actual : _ Y�fH -383 Ibs't tom° "x --p-- tk do Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci r :'ty DCR 76:5/o- X-Direction - Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever „,�F.. _' Portrait; , •° . q,7. _ r17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area $ Trib' V '`4� '` '21 sf " PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff'' Tactual " -479 Ibs ` Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 95;7/o i Assessor's offioe::(lst floor):. eµ�g � / 71 — pFTNE�O Assessor's imap, and lot number ........../.......�..7.../ .V......... Board.of Health (3rd floor): NA I y� 7N SYSTEM Sewage Permit number ...! .. ./ � .... (.�......... Engineering Department (3rd floor): `yC� S< ;, �9 ®g �s ®g ' E � IN �iOM ADLE. House number `!RJITFI TITLE YP�t639.p�O� ........... • APPLICATIONS`PROCESSED 8:30-9:30. A.M. and 1:00-2:00-P.M. only TOWN .OF BARNSTNBLE . BUILDING INSPECTOR APPLICATION FOR -PERMIT TO .... 4 ..........................................> c % !L! ............... ` l , .- TYPE OF. CONSTRUCTION ........ I. . ............... ? ................................ :....................... . •s .. .... • 8 t ............ 19......-. TO THE INSPECTOR OF BUILDINGS: , The undersigned hereby, applies for a permit according to the following information: Location .... (. .'...1. .................. a�.. .1�!�.J.• 2../`�..... 1.� ......................... .. ^ q...... . '� :.Proposed Use ./.✓.:^.. ..!....................:.......................................................... Zoning District ...Fire. District ............................................. Name of Owner .....✓ '... ��^.....�. ....... ..................Address 5�.... � � ...I,� .....:............... . q Name of Builder ....I/.Q Q �....:................. ....:......... .� J�l....... 1. ........ .............�. .�................ ..........Address .......... .... Name of .Architect .......... A�s .................................... ..................................... .................................................. r ,. G Number of Rooms .......:)............:...........................................Foundation ..... ... Exle for ..... ..........................................Roofing ...... - /�''...........!........................................................Floors M�^� ' .Interior "It A.. i. (.cl ..............' HeatingG?G�.. 1. �:.. r^'''�� ...'. g ............................................................. ...A Approximate Cost „�.0 ot�O, ' Fireplace .......... .. .................................................. pp :....:........�..............•...................... .... .. Definitive Plan Approved by Planning Board �?c _%- ---------- Area. ...... lt...........,'....... Diagram of Lot and Building with Dimensions . �i •� g 9 Fee '...............:.. .............::........... SUBJECT TO 'APPROVAL OF BOARD OF HEALTH , i r a_tdv , —lie GAR 1 Roost over OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby, agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... a.!r! .. Y... Construction Supervisor's License 1 33-dOv��......... ...... _ _.",ram--•�! - STANLEY, DEAN No 31 99 Permit for ,Build...Addition Single Family Dwelling � �.... .Lot.......................................................5 • Lah°-s Road- � - '� � � ' • - • Location Centerville..............t.. .............. - Owner ..,Dean Stanley _ r _ ° w .. .. ................... .... ....... Type of,,Coristruction '. Frame.. .:..... ......... ............ ... . jY..._ ....,... Plot Lot x.:...... " ............... `� •� ' . •` . � •� ' ° ,Permit Gran ed ........December 14.,.19 87 Date of Inspection .......................... .........;19 ; (( Date Completed ...... { /.. !�........19 +� = 31 t a s G o� Assessor's map and lot number ........../!��.`. /B� �. .................. THE Ssewa a Permits number _ SEPTIC SYSTEM MUST S V INSTALLED IN . NTACO MPL IAN HAB9TABLE, ouse number : :.......... ...... "b9H .... HTITLE 5 a«c ENVIRON MEL CODE AND TOWN OF BARMST D NS [ BUILDING INSPECTOR APPLICATION FOR PERMIT TO - ... .:.A ....................... .. ........... ............................ .. ..... TYPE OF CONSTRUCTION ......... ....b .....s............... .............................�`r...1`j ... It a........................... .5 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for 8 permit according to the following information: a 1 �\ Location �.. ... �ti 1... 11 . �2�i �f` � ©`�� ............. .a y..... .... a.......... I. ........ ... ,........ .... Proposed Use ..... .. .. ..... . . .. .. Zoning District ..........Fire District Name of Owner .... ... ?..1 ... . ................Address Name of Builder ...............r....................................................Address Nameof Architect `................................................................ .Address ........... ..................... ................................. Number of Rooms 6 Foundation ........ . .... ....................................... ,........... Exterior ....................................................................................Roofing .......................................:,.........,................................. Floors �.......:'...-.-...........................................................Interior .................................................................4.................. Heating ........................_.._.....................................................Plumbing ....................... `Y .............................................. Fireplace ..................................................................................Approximate. Cost ................. CDt. ......................... Definitive Plan Approved by Planning Board ---- 19-7-3. Area .......................................... Diagram of Lot and,Building with Dimensions Fee ........��!?.1. ..�.....y............ SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / Name ...: j....;i .. ... ...... .... .............................. Construction Supervisor's License Q �..Q. .... STANLEY, DEAN 1W No .28354..... Permit for ..Swimming Pool ........... ................................ Accessory to Dwelling . .................................................... ......................... J 359 Captain Lijah Road Location ............................................................... Centerville ............................................................................... Owner ......Owner .... S..t.....an..l..e...y. .................................. Type of Construction Frame ........................................ ....................170......................................................... Plott........................ Lot ............:................... Permit.Granted ..�.Aug• iLst..2.6...... 9 85 Date�rof:llnspktion. .................I.......... .......19 Date Comp leted .................... 19 tV NI M 0 TOWN OF BARNSTABLE Permit No. 1 »�� Building Inspector cash ------------- • '"9 OCCUPANCY PERMIT Bond p�'ta is,ued to 'harlc'S F. SLc1I11Gy Address 3 5 9 - Wiring Inspector Inspection date Plumbing Inspector - �� ( j Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health ._ fr r !E�„ Inspection date 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. 191 Building Inspector I THE?p4,�, �1!�,� �eJ(✓t���JZ�vGLG��%Iifi Z BARBSTABLE i eL�GTi * -,ie l/J 1 y MAB8. p pp r 639. ,�i D MAY u3emtd� ./d[aQQao�zuJef 02601 COMMISSIONERS: (617) 775-1120 Ext. 123 KEVIN O'NEIL, CHAIRMAN JOSEPH J. CAMPO, P. E. JOHN J. ROSARIO, VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN MILNER D. MELODY PHILIP C. McCARTIN June 10, 1983 Mr. Charles F. Stanley 243 Capt. Lijah Road Centerville, Massachusetts 02632 Dear Chuck: Inspected two houses on June 9, 1983, on Capt. Lijah Road and found they were not numbered correctly. Lot 14 should be 359 and Lot 15 should be 369. I will not be able to sign the occupancy permits for these two houses until such time as .the numbers are changed. Please call me when this is done. Thank you for your cooperation.. Q �Mikunders Engineer Department Inspecto ` FS/lmc h Q ai + I i male ¢st_ V cR : , 240- 33OF h Y Y1 !1't0MM E.KELLEY COS ' IN --3URVEYO �cf 11 EMN I 366 TANG POND DRTVB':3 , su CERTIFIE PLOT PLAN WCATION SC PLAN REFERENCE r 2. /97.3 I CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND ^ AS SHOWN HEREON : r /l1� DATE '00ow , PETITIONER: e::%_7 R GISTERED LAND"SUR OR f odip i f 20± ¢S -- " LoT/¢ a =7 OF f $ r Aot THORM E.KELLEY COr f ijQINEERS O °+ l _g u NS4 s 346 LONG FOND '. — — _ M y�tIviOU 1`8. �. : CERTIFIE PLOT.:,` . PLAN sCALE/ = Dam r PLAN REF EA CERTIFY THAT THE •t1 , ? .... SHOWN ON THIS.PLAN,IS LOCATED ON THE GROUND AS-SHOWN•1 E0N_. rn DATE L T���1C6 ,00wvl PETITIONER: . .- } �„� R OISTERED LAND SURV OR s . .. .,, ..-r:-':9, .-- ,',:gin` S -4: �1s..�.b.•at-:,yµdMci�ttiJkRp�yiA�!+.vY'F.er lJ.L�!mY4t ipe :Xs`Ssor's map and lot number ........... .....A JAC_ . `( �F TH E +- .... ./... . Sewage Permit number ...... ...�.....� .. ...... DWSTADLE p . House number ...�-�.`�...[../j . .................. ..... M�. $ � n,,rr ��a�; `;: s� 16,3 9 0� 1 LE TiTLE r a x TOWN OF4; B°ARC TABI Et � F Y y BUILDINGIHrSPECTOR � = , r f APPLICATION FOR .PERMIT,,TO .... ......... ,.,,. ..... ......................................................................... TYPE OF CONSTRUCTION r..�. cry .� - ............................................. ........ i 6. .•k�.r .' s j TO THE INSPECTOR OF BUILDINGS: A'Itl Tl a undersignecl hereby applies fdr a permit wording to-they ollowing information: Location.. .. ....f,1, ..... Q�� ... G-��.� ./C:r�.. `.. F .. ProposedUse /.. v? '' '. . . ................ #............:... ........................................................... ...................................... Zoning Di§trict .. . .......... .................Fire District .. ................ W....... ... i�` .Address?�.1.. �. /�.. � n......................................... ' Name of Owner QiL44 ......1 Name of: Builder' Name of.Architect ...............Address .......................... . ./...c. .........�....��.............. ........................... / Number rof Rooms ........ .. . .......................... .........Foundation .. ... ..... ..... :.......Roofing . t`.":...'........... . .......................... ........ Floors GZ2�iC O!' ,I r� � Interio ..... C .G 1�. '.... .GUOWo..'............ .......:Plumbing ......:.."1..:. � .................................... ............................. ................. Fireplace ............ :. ,.5. .................... .......................Approximate Cost ..... Dy,..... .......................... :............... Definitive Plan Approved ril _________'________19 Area ................ .5 Diagram .off 'Lot and Byildmg w"TVimensions - Fee ..............................................' SUBJECT TO APPROVAL OF:-BOARD' OF _HEALTH 4t55AA1)' 40 Li�dle� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I .hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the-above construction. Name ... . .......... ............ r 78TANLEY, CHARLES F• ,,. One Story 1,k r to z 4 7 2 2.....:... Permit for ................................... j a * . Single Family Dwelling T 359 Cap' �'' Location ......................................................Lot #14 Li j ah s Rd. _. C.enterville............ Owner Charles •.•F......Stanley..... .IXr7 � 4 } .......................................................... •Frame ............ Type of Construction tr 4 YP :............................... - �o loe Plot............................. Lot ..... ...................... E January, 17/, �> 83 Permit Granted ....................... + - ...':19 l Date of Inspection ............................". .19 Date Completed . -.......�19 ♦ „w 1,73 41tv/M f — wb Z W FBARN DETECTORS REVIEWED L—A ]QF — y z o! LE BUILDING DEPT. DATE Q � ML ®® DEPARTMENT �RES ARE REQUIRED FOR PERMITTING Z �g — - - LL' FRONT ELEVATION `aASQ wT /Pc9e ( Z$� tu SCALE: 1/4" 1'-0" Z tu to Q4} (L 1 � Z tu J -Ti FT 0. k Is1 li! c Mum RIB�f4�� f I I I I I I SHEET I I I I I I I I I I I I I I I Al -, I I I I i t I I REAR ELEVATION .cos: 0502 SCALE: 1/4" 1'-0" JDRAWN BY: KW DATE: 4/i/05 12 t A. L —1 12 F7 t FAKE RAKE 5D. " z��y lu LLI �. 4 y L--- I L--- � I I O I I z RIGHT ELEVATION I Q z SCALE: 1/4" _. 1'-0" f_A� f u- O �n 0— 12 5� I 1 12 12 FAKE W RAKE BD. .CL .V In D . Wu L' a m Q J Y- - A2 .SHEET I I LEFT ELEVATION SCALE: 1/4' - 1'—O" -IOF3: 0502 DRAWN BY: K}� DATE: 4/1/05 I •Be1_Od . x` .• ... s - - �t i. BULK WEAD AND. 6066 941DER AND.24 -2 AND. 2432 7DININ7r 9 9'- ' 8'-10a - o 5 � HDRY/ Z _ OHO MASTER IEN to o n 2Z Lo 22 REF. 2A 2. 2 �. 2A LU cff4 IL (2)9 1/A" LVL's R1USN R80V@ 6,_ar 2104 r _ •� Q cl _ 0 A/ SI-FLO v + + _ 2'- o LIVING ROOM4 M� TAR D BE RDOM -FLD O z z - a � d p 2QSQ II$ Q AND.244f+ AND..2446 .24rK AND.2446 w U Z . L Y X 04 7+_01 W-01 n FIRST FLOOR PLAN SCALE: 1/4+ 1'-O" t EET AB L c� t ' -m. 0502 [SAWN I3Y: KW DATE: 4/I/OS 4 J r r lu Z lu AND.24"-2 AND.2432 AND. CO ci co to a - m22m L,0F U2ALINFINI3HED Z STORACt -HALF i A 2 m N _ .1--6 4Q- . ^ HALL o AND. 2" O,L,.r,(e T AND. 2446 0 CEILIN4 CLIP ,; --------------------- m ----------------- :SKY I' 1 I _ GGTv BKY LITE LITE I ABOVE I ABOVE 4' KNEE WALL-] 1 co y 5WEET F , 1d _ JCIO: 0502 DRAWN BY: KW �> DATE: 4/I/05 ------------- ----------- ------------- � 7 ►�i i �Hi I 2-Zx10 RIM JOIST 4x4 P.T. POST i tU GALV METAL POST ANCWOR i to" SONG TUB PIE'E' ER Trp. i `- i 1 z 1 1 HILCO I v -— _ _ —— — i —————— — ——— ——— ——————————————————— co CONCRIET WALL a a CONT. FCOTIE NG o � I ; • FULL BASEMENT I I SGONCRETE SLAB I I I IT-2" 3'-8" 15'-IO' I I iu p I I ®� V Z • I WIZfW5 STEEL- W12x95 STEEL BEAM® I I -g1�--11 oy�� cv a_ — a I , I 4VXW'xt�GONCRETE PADM 40 STEEL. 04 RE9AR 6' 0.4.E.W. 'v I I I i I I I s I I Wxtd CONT.FO TANG TTP. I = I Ctq — --- — 7777777 ----------------- .4----A-----------•--- '.-- a (L � J X O_ �% t' A5 ' . O, DRAWDATN$Y. f, E: 411106 Q ku s_� RIDGE VENT J 202 RIDGE BOARD w " 12 ASFtaALT SWINGLe9 5. O- SW COX SWEATWING zt � RSO FIBERGLASS IHSUL. Y 12 y. 12 s //��- .(•\ S f ti O.G. _- �. 0 be33 STRAPPING MAINTAIN AIR SPACE C Q u2'GYP..BOARD 4'-2" PLASTER FINISH .: F- 4' KNEE WALL Q c FlNI FLOOR COW. VDITING DRIP EDGE II{� 3/4 PLY IX&FASCIA bey SECOND MEMBER CAL 2Q0'S 0 ti' O.C. ALUMINUI t GUTTERS AND DOWN SPOUTS Z -- -. - FRIEZE BOARD AND MOULDINGS . !8— Q co NISW STAIRS r SW 2c4 MIT. STUDS 0 16" O.C. pp r - to 3-2ri2 CARRIERS Q ttv PLYWOOD SWEATW NG KITCHEN Rm CEDAR CLAPBOARDS 4, T.W. .Q r (FRONT ELEVATION ONLY) V Z FINISW FLOOR W.G. SWINGLES V T.W. SIDES 4 REAR ® _ 4' LLJ TOG PLY SUSFLOOR .i"flB£RGIA56.IN5UL t52RS2RSiS2SJ 2nO's® ti' D.C. - -- - — ttS SijiS2SSJ i n` III STEEL GIRD P.T.2Xi SILL t SILL SEAL ANCHOR AT 6' MAX _II II I FLUSH -HIT lldll IF STA`II I �11�11 = I 5ASEMENT 3iZ2 CARRIERS `t it IF 3 t/2" LALLY COLUMNS S"zT-9" GONC. WALLS DAMP PROOF BELOW GRADE 3 I/2' CZINC, SLAB y; H _ f 1 42" + 26'-O' -• - nW (L GROSS SECTION v W Z SCALE: 1140 - I'-0' J. x (A d - . SHEET JOB: 0502 DRAWN BY: KW DATE: 4/t/05 -71 17=__ : I; I I I I FT- T F�-amov.��f' ,I I --L:>-�zr-a'r0'�arSl°1- ji Crl i. 01 "Ell r � rb- II � LI -1.1 L —--- i Q --- --- j -�- �TV�-T- �--- \ u� IQ IZIdG1$-_-- -- -- =- -�-- -- Iz i C Qlxy_= - � :[tL'T31 F$�Lt1lTt1ri � i :� ��� � i � � ! i Lr+-r,Dr --� ,T �'•� -- --. — eY�:a�m�- I I 1 I 3 •hRu���,.'..,-emu I � , 'I I ,, i I l - - -Ir = _ :- ..- __�I�G i ?.- S I �.. �wbTC[7FJ•-._ __�,O�;T -1�--=.�V dT!�`� --- - _ 1 � - - r C t ABBREVIATIONS ELECTRICAL NOTES JURISDICTION. NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTER11ED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC 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 HOG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 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 4- 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 WITH6T AIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQClIRD BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUND€D= 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 k s SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL CD STC STANDARD TESTING CONDITIONS 01 sT 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 PROPERTY PLAN PV3 SITE PLAN a ►° PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES ' PV5 THRIFT CALCULATIONS PV6 THREE LINE DIAGRAM 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached GEN #168572 '� ' ELEC 1136 MR OF THE MA STATE BUILDING CODE. 1I1 2. ALL ELECTRICAL WORK SHALL COMPLY WITH f+ THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING ME THOD: AHJ: Barnstable REV BY DATE COMMENTS i REV A NAME DATE COMMENTS * s « UTILITY: NSTAR Electric (Boston Edison) . J B-0 2 6 4 4 0 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL— THE INFORMATION HEREIN JOB NUMBER r Orson Homer !A SolarCity. CONTAINED SHALL NOT BE USED FOR THE STANLEY DEAN r STANLEY RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: '001` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 359 CAPT LIJAHS RD ;, 11.73 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION NTH , THE SALE AND USE OF THE RESPECTIVE (46) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE Madborou52 T.- (650)636-rough F:A(617)638-1029 PERMISSION OF SOLARCITY INC. 5084283466 Multiple Inverters e COVER SHEET PV 1 9/10/2014 (8W)-SOL-CITY(265-2489) wwr.sdarcity-cam r x. r . L , PROPERTY PLAN N Scale:l" = 20'-0' 0 20' 40' S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 4 4 0 00 PREMISE OWNER. DESCRIPTION: DESIGN: ! CONTAINED SHALL NOT BE USED FOR THE STANLEY, DEAN STANLEY RESIDENCE Orson Homer � SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 359 CAPT LIJAHS RD 11.73 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLLs CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH71 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (46) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DAB; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F. (650)638-1029 Multiple Inverters PERMISSION OF SOLARCITY INC. INVERTER. 5084283466 PROPERTY PLAN PV 2 9/10/2014 1 (888)—SOL—CITY(765-2489) www.solarcity.com PITCH: 37 ARRAY PITCH:37 MP1 AZIMUTH:116 ARRAY AZIMUTH: 116 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 37 ARRAY PITCH:37 MP2 AZIMUTH: 116 ARRAY,AZIMUTH: 116 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 37 ARRAY PITCH:37 Inv Inv Lc (� IEEE ,•, H OF A�,q� " MP3 AZIMUTH:296 ARRAY AZIMUTH:296 _ A � + MATERIAL:Comp Shingle STORY: 2 Stories b 1:r " 'y PITCH: 37 ARRAY PITCH:37 _ �: _j `_" Q+ AIM,IR, "� MP4 AZIMUTH:296 ARRAY AZIMUTH:296 ' p ,+ IVIASSDUMI MATERIAL:Comp Shingle , STORY: 2 Stories 0 1 CIVIL 55 �/1+ - - A Ami -'Massoumi , -07 2014.09.12 00:27:10 00 LEGEND (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS ® Dc Front Of House DC DISCONNECT & WARNING LABELS ' AC ' - C N © AC DISCONNECT & WARNING LABELS Rt 9/12 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PA A D STRIB PANEL & LABELS Lc LOAD CENTER & WARNING LABELS B DEDICATED PV SYSTEM METER O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR- CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 3/32" = 1' 01, 10 21 S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 440 00 hN ■ CONTAINED SHALL NOT E USED FOR THE STANLEY, DEAN STANLEY RESIDENCE Orson Homer :I'll rCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �s NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 359 CAPT LIJAHS RD 11.73 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES CENTERVILLE, MA 02632 24 St. Martin Drive.Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (46) CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV- DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 5084283466 PV 3 9 10 2014 (888)sOL-CITY(765-2489)65www.solarciitycom Multiple Inverters SITE PLAN / / ZH`0�Mqs S1k. S1 per. AMI R �G` ,. MASSOUM1 4" �U CIVIL .tom: t2'-3" No.- 555. 1 *4 • Q 13'-11" 6 (E) LBW <; �lS ,;� _ (E) LBW SIDE VIEW OF MP2 NTS � � � � B _ � SIDE VIEW OF MP3 NTS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES t MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES � LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 1 24" STAGGERED PORTRAIT 48" 17" I PORTRAIT 1 48" 1 17" ROOF AZI 116 PITCH 37 ROOF AZI 296 PITCH 37 RAFTER 2x8 @ 16"OC ARRAY AZI 116 PITCH 37 STORIES: 2 RAFTER 2x8 @ 16"OC ARRAY AZI 296 PITCH 37 STORIES: 2 Comp Shingle C.J. 2x8 @16"OC 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 ZEP ARRAY SKIRT (6) HOLE. L2) SEAL PILOT HOLE WIT(4) POLYURETHANE SEALANT. S1 ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. 4" (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING u (2) (5) INSTALL LAG BOLT WITH (E) LBW 5/16" DIA STAINLESS (5) SEALING WASHER. SIDE VIEW OF MP1 NTS STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH /q WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) MP 1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (E) RAFTER LANDSCAPE 64" 24" STAGGERED S1 STANDOFF PORTRAIT 48" 19" . RAFTER 2x8 @ 16"OC ROOF AZI 116 PITCH 37 STORIES: 1 ARRAY AZI 116 PITCH 37 C.I. 2x8 @16"OC Comp Shingle J B-0 2 6 4 4 0 00 PREMISE OWNER: DESCRPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: \\\ CONTAINED SHALL NOT BE USED FOR THE STANLEY, DEAN STANLEY RESIDENCE Orson Homer �;,,So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 359 CAPT LIJAHS RD 11.73 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (46) CANADIAN SOLAR # CS6P-255PX SHEET: REY DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: le Inverters 5084283466 STRUCTURAL VIEWS PV 4 9/10/2014 (888)—SOL-CITY(765-2489) www.solarcitycom i UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB CONTAINED SHALL NOT BE USED FOR THE -026440 00 STANLEY, DEAN STANLEY RESIDENCE Orson Homer -;, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING ;SolarCity. SYSTEM: �„ PART SHALL IT BE DISCLOSED IN WHOLE OR TO OTHERS OUTSIDE THE RECIPIENTS IN Comp Mount T e C 359 CAPT LIJAHS RD -- 11.73 KW PV ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (46) CANADIAN SOLAR # CS6P-255PX 24 St Martin Drive, Building 2,unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SH V.EET: RE DATE: 52 T: (650)Marlborough,36-1028 F:A(617)636-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 5084283466 UPLIFT CALCULATIONS PV 5 9/10/2014 (889)-SOL-CITY(765-2489) www.galaraNyaam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(I)SOLAREDGE #SE 6000A-US-ZB-u g A -(46)CANADIAN SOLAR CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2287938 Inv 2: DC Ungrounded Inverter; 6000W, 240v, s7.5%; w nife�Dlsco and ZB, AFCI PV Module; 255W#234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance Tie-In: Supply Side Connection INV 2 -(1)SOLAREDGE H SE380OA-US-ZB-U I,�1B� B Inverter, 380OW, 24OV, 97.5% w/Un1 a isco and ZB, AFCI Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDEN'nnER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER SOLARGUARD BRYANT Disconnect CUTLER-HAMMER METER (N) 125A Load Center 20OA/2P 9 Disconnect 8 6 SOLAREDGE SE6000A-US-ZB-U B 60A C D I E 35A/2P 2�0� SolarCity Z A L1 1 - - B L2 A DC. N 4 OG Saing(s)Of 10 On MP2,MP3, '1 (E) LOADS GND _ ____ GND _ -- GND _ EGG DC+ DC+ - tring(s)Of 18 On MP2,MP3,M - GEC --- --- - --1 o r GEC N Dp DC- --- - - ----- ---- -- ------- --- ---i W.- I Z ' GND EGC------------------------ EGC N I T I _ ' I Inverter 2 � o EGC/GEC-_J � ' - I I 7 SOLAREDGE ' i I SE380OA-US-ZB-U ' I 20A/2P I 1 I I L1 290V - - GEC 1 I L2 T N 5 3 1 TO 120/240V i � SINGLE PHASE 1 I L_ EGG DC+ DC+ - - UTILITY SERVICE I I ---- - GEC ---IN DG Do I GND EGC EGC-_-_ tring(s)Of IB-n MP,M_,- J -- ---------------------=------ - -,----- - i PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Ground Rod; 5/8" x 8', Copper B (1)CUTLER-HAMMER #DG222NRB /�� tnd-( (1)S2x2 Syy 4 STRING JD, GROUCTIONNDED BOX D� -(2)ILSCO IPC 4/0-$6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R /"� 2x2 STR GS, UNFUSED, GROUNDED Insulation Piercing Connector, Main 4/D-4, Tap 6-14 -(1)CUTLER-/{iNAMMER DGIOONB (46)SOLAREDGE 1�300-2NA4AZS E (1)BRYANT#BR816L125RP -(1)CUTLER-HAMMER #eutral t DS 6FK OA, General Duty(OG) 6 Load Center, 125A, 120/240V, NEMA 3R pass R Fuse KitPowerBox ptimizer, 300W, H4, DC to DC, ZEP (I CUTLER-HAMM7 #BR235 1)AWG#6, Solid Bare Copper (2)FERRAZ SHAWMUT#TR60R PV BACKFEED OCP Breaker, 35A 2P, 2 Spaces Fuse; 60A, 250V, Class RK5 7-(1)Ground Rod; 5/8" x 8'. Copper -(1)CUTLER-HAMM #BR220 (1)CU11FR-HAMMER #DG222UR6 Breaker, 20A2P, 2 Spaces C (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL S Disconnect; 60A, 240Vac, Non-Fusble, NEMA 3R SUPPLY,SIDE CONNECTION. DISCONNECTING MEANS MALL BE SUITABLE -(I)CUTLER- AMMER DGIDDNB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Ground) eutral it; 60-100A,General Duty(DG)ff 1 (1)AWG #6, THWN-2, Black 9 ° VVfI3P, 1 AWG#6, THWN-2, Black Voc* =500 VDC Isc =30 ADC 2 AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC (1)AWG,#6, THWN-2 Red (1)AWG#8, THWN-2, Red ®�(1)AWG 16, THWN-2, Red Vmp =350 VDC Imp=20.13 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.19 ADC - N. (1)AWG#6, THWN-2 White NEUTRAL Vmp =240 VAC Imp=40.83 AAC (1)AWG#10, THWN-2 White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG#10, THWN-2,.Green. . EGC. . . . .(1)Conduit.Kit;.3/4'EMT (1 AWG TFtWN-2,.Green . . EGC/GEC-(1)Conduit.Kit;.3/4'.EMT. .. . . . . . . . .. . . . . .-(1)AWG #6,.THWN-2,.Green _ . EGC/GEC-(1)Conduit.Kit; 3/4"_EMT. . . . _. . . . . (1)AWG#10, THWN-2, Black. Voc 500 VDC Isc 15 ADC ro (2)AWG#10,PV WIRE, Black Voc =500 VDC Isc =15 ADC . . . . . . . 0 AWP#6,. (1)AWG #6, THWN-2, Black r��T(1)AWG #10, THWN-2, Black 5 (1)AWG #10, THWN-2, Red Vmp 350 VDC Imp-12.94 ADC 2 (1)AWG#6, Solid Bare Copper EGC Vmp 350 VDC Imp-12.94 ADC 9 cn (1)AWG #6, 1HWN-2, Red O ISF-(1)AWG #10, THWN-2, Red O (1)AWG #10, THWN-2.Green_ . EGC. ..-(1)Conduit.Kit:.3/4. .E. . . . . .. .. . . . O. . .. L.=LL �. . . (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp (1)AWG#10, THWN-2, White NEUTRAL Vmp =240VAC Imp (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC . . . .-(1)AWG #6,_Solid Bare_Copper. GEC. . . -0)Conduit,Kit;.3/4'.EMT. . . . . .. . . . . . . . .. (1)AWG#6,,T1iWN-2.Green , , EGC/GEC.-(1)Conduit.Kit.3/4'.EMT. . . , , . . . . . O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.94 ADC . . .. . . .. . . . . . . . . . . .. . . . . . . .. . . . . .. . . .. . . .. . . . . . . . . .. . . . . .. .. .. .. CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER. J B-0 2 6 4 4 0 00 PREMISE OWNER. DESCRIPnON: DESIGN: CONTAINED SHALL NOT BE USED FOR THE STANLEY S DEAN TANLEY RESIDENCE Orson Homer �S"!a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 359 CAPT LIJAHS RD 11.73 KW PV ARRAY w:,,SOlarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE, MA 02632 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (46) CANADIAN SOLAR # CS6P-255PX SHEET: REV- DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 R (65o)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: 5084283466 PV 6 9 10 2014 (888)-SOL-CITY(765-2489) www.solarcity.com Multiple Inverters THREE LINE DIAGRAM Label Location: Label Location: Label Location: • e o 0 •o 0 - (C)(CB) o (AC)(POI) 1 (DC) (INV) Per Code: _ Per Code: , os. _ Per Code: NEC 690.31.G.3 ° ° NEC 690.17.E • e o o- •e`-� NEC 690.35(F) UAW Label Location: o :o - e o•o • TO BE USED WHEN (DC)(INV) o•• ° e -e s • • ° INVERTER IS Per Code: o- •-o o -e D O UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o (POI) IN m.o (DC)(INV) Per Code: e Per Code: e ° e- NEC 690.64.B.7 .o I I:m•° NEC 690.53'. •o 0 0 e o Label Location: [op (POI) Label Location: ° ° Per Code: o (DC)(CB) i ` . ..° o 0 0 o e NEC 690.17.4; NEC 690.54 Per Code: o • ° - NEC 690.17(4) :o o o• ° - e• e• •- Mamma0 Label Location: o tY�fYr� (DC)(INV) ��� � Label Location: l�l\IV_ Per Code: �J U LIL"JLIV (D) (POI) NEC 690.5(C) Per Code: �• o- -o •o •• • o 0 0 • NEC690.64.B.4 Label Location: a Label Location: O (POI) ; (AC)(POI) . -o - e - Per Code: (AC):AC Disconnect D O Per Code: - NEC 690.64.13.4 A (C): Conduit .r:. NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel i, (DC)` DC Disconnect (IC): Interior Run Conduit Label Location: (INV):Inverter With Integrated DC Disconnect °.mil► G1 (AC)(POI) •' NEC 690.54 Per Code: (LC): Load Center �� (M): Utility Meter .. _ r• V (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ®�®p® s THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC.;NOR SHALL IT BE DISCLOSED ��A IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set '-.�,�S��a��t o T EXCEPT IN CONNECTION MATH THE SALE AND USE OF THE RESPECTIVE /� O))t�OLMM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCity SleekMountT"" - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed C` ' ' ._.� Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and Q Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL �` i Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps,combined with the addition % O2 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep FTL listed to UL 1703 e ,- to a more visually appealing system.SleekMount as"Grounding and Bonding System" }" 3 Insert Comp Mount flashing under upper utilizes Zep Compatible T"' modules with •Ground Zep UL and ETL listed to UL 467 asp , A.\ layer of shingle ` strengthened frames that attach directly to grounding device O4 Place Comp Mount centered Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition •Anodized components for corrosion resistance O5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions � © Secure Leveling Foot to the Comp Mount using machine Screw 0 Place module O Components ® Q 5/16"Machine Screw B © Leveling Foot © Lag Screw & D® compI Mount - 0 Comp Mount Flashing 0 SolarCity A Eri LISTED SolarCity ® January 2013 �oMPPrO ® January 2013 l e�V. ask ®�� CS6P-235/240/245/250/255PX ,,:� A` F a n a d i a n So I a r Elect ricalryData TemperatureC Black-framed attar w E STC CS6P-235P CS6P-240P CS6P-245PX CS6P-250P CS6P-255PX °- - Nominal Maximum Power(Pmax) 235W 240W 245W 250W 255W - ', J' ° -„„ - ¢ a=. f °' } =�' Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30AV 30.2V vB� i 6 +f may ` Q Optimum Operating Current(Imp) 7.90A 8.03A 8.17A .8.30A 8.43A Temperature Coefficient Voc -0.34%/°C Open Circuit Voltage(Voc). 36.9V 37.OV 37.1V 37.2V 37 4V Isc 0.065%/°C ;- - Normal O eratin Cell Temperature 1.n � Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.67A 9.00A P 9 perature t2C x 45 X O � r S' ;,; ...- �'w•, ,1 i,, Module Efficiency 14.61% 14.92% ,15.23% 15.54% 15.85% ' 9 r`a txF ` r "# '!m'. � Operating Temperature _ „r I P s P 40°C-+85°C Performance at Low Irradiance. Maximum System Voltageirradiation- (I � v 9 1000V IEC /soot/ uL Industry leading performance at low a � ,. Maximum series Fuse Rating 15A environment,+95.5%module efficiency from an ` I _ Application Classification ClassA irradiance of 1000w/m'to 200w/m' ;," s. Power Tolerance 0-+5W (Am 1.5 25-C)`;r Next Generation Solar Module 7 n Under Standard Test Conditions(STC)of irradiance of 1000W/m2,spectrum AM 1.5 and celltemperature of 25'C NewEdge,the next generation module designed for multiple ) - Engineering Drawings raw 6fNOCT'`" �`�"" "- �CS6P-235P CS6P-240PXCS6P-245PXCS6P-250PXCS6P-255PX l types of mounting systems,offers customers the added I Nominal Maximum Power(Pmax) 17ow 174W 171W 181W 115W value of minimal system costs,aesthetic seamless Y + ^• - Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27.5V appearance,auto groundingand theft resistance. Optimum Operating Current(imp) 6.27A 6.38A 6.49A• 6.60A 6.71A t ° 1, Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34 4V " PS , The black-framed CS6P-PX is a robust 60 cell solar module Short circuit Current(Isc) 6.86A 6.96A 7.08A 7A9A 7 zsA p r incorporating the groundbreaking Zep compatible frame. Under Normal operating Cell Temperature,frradlance of 800 W/m';spectrum AM 1.5,-ambient temperature 20•C, wind speed 1 m/s" t -- ---- "-- �. — —- := -y----�� t--=-- The specially designed frame allows for rail-free fast I installation with the industry's most reliable grounding Mechanical Data x r. -^ -�-- system.The module uses high efficiency poly-crystalline Cell Type' Poly-crystalline 156 x 156mm,2 or 3 Busbars - Key Features Y c silicon cells laminated with a white back sheet and framed y. rangeme so(s x 10)- Cell Arrangement nt � - - � - with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 20 Smg((64.5 x 38.7 x 1 57m) y _ y Is the perfect choice for customers who are looking for a high }}. 'reduces Installation time quality aesthetic module with lowest system cost, Front Cover 3.2mm i Frame Material Anodized aluminium Tempered glass a ' Quick andeas to install dramatically P 9 9 � j • g Lowers stem costs can cut rooftop ; -Box } system P IP65;3 diodes Best Quality installation costs in half Cable A c a - t t ;�. - - .4mm'(IEC)/12 WG(UL),1000mm ( 235 quality control points in module production., Connectors MC4 or MC4 Comparable • Aesthetic seamless appearance low profile EL screening to eliminate product defects i s f Standard Packaging(Modules per Pallet) 24pcs { with auto leveling and alignment„ t. t Current binning to improve system performance r - o Module Pieces per container(40ft.Container) 672pcs(40'HQ) Accredited Salt mist resistant Built-in hyper-bonded grounding system - if it's f W. I-V Curves(CS6P-255PX) � _ i ± t mounted;it's grounded Best Warranty Insurance to �ro i _ ' Theft resistant hardware , 25 years worldwide coverage s _ 100%warranty term coverage ' aI .., Section A-A — • Ultra-low parts count - 3 parts for the mounting „ Providing third party bankruptcy rights ? 4 7 35.0 ""( 1 ` # $ and grounding system Non-cancellable -° ° • Immediate coverage t s g 1 Industry first comprehensive warranty insurance by _ h AM Best rated leading insurance companies in the I Insured by 3 world top insurance companies r r , cs f 1I, world -sapow7mx ' + ar 1 Comprehensive Certificates " _ — /m2 2 5� v 1! • Industry leading plus only power tolerance:0-+5W � ' _ 1 • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, p ° -°9Q —es 25 i j (• Backward compatibility with'all standard rooftop and I CEC Listed,CE and MCS p ° 5 to 15 i9,1e 30 u no °a b i°is 20 r,�A M a } 9 round mounting systems z. 9 Y I$09001:2008:Quality Management System. ;� :;.. w.•waa �.;� :«_ _, _ -_ 1 �'.....�-_.,.:.....,n•..:�.:-. w.,..:..,,,r..__.�.:_-._:...y �'� :Specifications included in this datasheet are subject to changewithout �• . ISO/TS16949:2009:The automotive quality .•,_, .�___ subject to system • Backed lay Our New 10125 Linear Power Warranty , Plus our added 25 year insurance coverage IS014001:2004:Standards for Environmental About Canadian Solar management system 9 Y Canadian Solar Inc. is one of the worid'slargest solar Canadian Solar was founded in Canada in 2001 and was (' 1s7Y1, Adde I QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in d Value Fro fn f Hazardous Substances Regulations manufacturer of Ingots,wafers,cells,solar modules and November 2006. Canadian Solar has-module manufacturing Warranty, solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. $' OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide eov i occupational health and safety customers. Canadian Solar's world class team of 01, f i professionals works closely- with our customers to s° 1a' "',s zo ss REACH Compliance i provide them with solutions for all their solar needs. I •10 year product warranty on materials and workmanship r' v •25 year linear power output warranty i www.canadiansolar.com �� y 1, EN-Rev 10.17 Copyright 02012 Canadian Solar Inc. s 'V., f� solar=oo Solar=ooSolarEdge Power Optimizer �K - �2r„ �.� ' Module Add-On for North America �, P300 / P350 / P400 SolarEdge Power Optimizer ` P300 ,. P350 P400 Module Add-On For North America (for6ocellPV (for 72-ceIIPV (for96ceIIPV a. r� - modules) modules) modules) P300 / P350 / P400 lnvauT r ) 1, B, ,f .. ^.a -h Rated Input DC Power'I ... 300 350 400_. W rrs� c .................... ry * 9f ® '. .'Ji Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc ky Tim § �fX T - .J MPPT Operoting Range................................................. ........8 48 ...8-60 .... ......$..80....... Vdc , 'yh rt y Maximum Short Circuit Current(Isc). ....................... ............................ .10. .............................. Adc.... .. -=t' j 3 Maximum DC Input Curren[ Adc } '""`r �. '�sunu, Maximum EkiciencY_ ........... .. ......................... .......... ....................... ...%... #z ,`aa w i y + v`a` -x r r, r Weighted Effiuency... ............. ......... ............ ...................... 98 99.5 8............ ....%.... Overvoltage Category II i OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) I. "�t`,l 4 °":� r/Q�J ,. Maximum Output Current ....................................... ..... ....... ..................................... ... ............. Adc Maximum Output Voltage 60 Vdc • 1 OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ?« x --. -'ti P•- ;� ��� - � Safety Output Voltage per Power Optimizer 1 Vdc I STANDARD .. ...... FCC Part15 Class B IEC61000-6-2,IEC61000 6.3...,, ......... ARD COMPLIANCE _ ............................... ........ ... -may ...... IEC62309 1(class II safety)UL1741 .......................... ....... ... ... ...... ................... .......... iu DRoHS Yes z r „„ r y INSTALLATION SPECIFICATIONS 6+ Maximum Allowed System Voltage 1000 Vdc,. 141 x 212 x 405/SSS x834 x 1.59 mm/md Dimensions lW x Lr HI .. ................................ ... .. .. ... .... .. a° .. ................ .. .. .950.�:1. ...................... .r/lb... �, ,. Weight(indudmg wblesl,....., „, / Br/lb A Input Connector .......................... ............... ......MC4/Amphenol/Tyco................................... ....... r €^ g -., Output Wire Type/Connector Double Insulated Amphenol "3r^*2a,a€a'�# ,�a t,.: Wire. .. ........... 12 0 .......... .3.9 .+€' 's f-• utpu(......Leng[h........................................... ........... . ........................... .. .. Op erating Temp era....Range ............ ........................:40:+85.�..�..+185/.................... . '� ... ...................................... ... ... .. .. ....... ... .............. . IP65/.NEMA4............................. ... ture 0.95 Rer.ann<vow..oe mety moemem.omsx­rm..an<e:now.a.......... .................. ..................... .... ........................... ........... 0-300 4b E v yy( Y --- '`` -0V SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE SINGLE PHASE i1NVERTER " '`" 208V _.-_ `480V PV power optimization at the module-level Mlnlmum stria Length(PowerO Optimizers) 8 10 18 ....rn String Le gth(P.........ptim zers).................................................... ........................... ........................... ............. Maximum String Length(Power Optimizers) 25 25 50 Up to 25%more energy ........................ .................... ... ........... Maximum Pch rper String 5250 6000 12750 W — Superior efficiency(99.5%) ............... B ............... .. .................. .............e........... ........ - Parallel Stria s of Different Len hs or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - - Flexible system design for maximum space utilization ' t 77 — Fast installation with a single bolt - - ti,' '' c — Next generation maintenance with module-level monitoring - - r — Module-level voltage shutdown for installer and firefighter safety K . USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA ISRAEL - AUSTRALIA www.solaredge.us It•'• two � R6Jl!@ �Y 431'j;s ( t _ $Q l a r ' 0 o Q Single Phase Inverters for North America s o I a rMc - SE3000A-US/SE3800A US/SE5000A-US/SE6000A US/ r. SE7600A-US/SE10000A -US/SE11400A US i • s` - SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE21400A-US r, T I OUTPUT �«`. z i - 9980 @ 208V So l a rE d e Single e Phase Inverters , Cfi 1 Nominal AC Power Output 3000 3800 5000 6000 7600 30000 @240V 11400 VA 9 9 94Q0 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 5450 @240V 6000 8350 10950 @240V - 12000 VA For North America ................................... ........... . .. .. .. n Output Voltage Min:Norr Max.* _ _ ✓ _ fi ✓ .. - SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ ;: Output Volt..eMi ................ ................ ............... ............... e_ AC Output Voltage Min.Nom:Max.' SE7600A-US SE10000A-US/SE11400A-USA ` u,, ) 211-240-264Vac ..... .... ...............-2 l w .. r a' ''�? ' fi AC Fre uenc Min.Nom.Max.' ........... 59.3 60-60.5(with HI country setting57 60-50.5).. ....... .Hz... rf x ++ f Max.Continuous Output Current 12A 16 24 @ 208V 25 32 48 @ 208V 47.5 A - z - ............ ..... L°T..........I: ... ... .............. .... 21 240V 42 @ 240V .... .. ........ .A. ' i. GFDI Iw:. Utility Monitoring,Islanding - t ,,, ` " . +, „ � Protection,Country Configurable Yes e ^• -'_-^'"_.._^a.'^.*^"1" verte ,°`" to { a Thresholds -' A `e 5 i�4 '. �#' , ka gA ''•-^ I INPUT . .. Recommended Max.DC Power ...3750..... ............... .............. ...... . ........ ...... ................ ....... ........ ......... 1Z �, = I,.P 3750 4750 ,6250 7500 9500 12400 14250 W s G Walla�`1 �` ,�` � ""`& na `. 3'v ' } r., (STC) ............ ......... .... ... >¢�_ ni r xTt a * '' <.' 1' Transformer less,Ungrounded...... ......................................... Yes ............ .............................I........ ... , ;,. p; T: .. - Max:Input Voltage .. ................................ ........ 500 ................... ................... ... .� M,f s c` a^;;' Nom.DC In ut Volta a ........... 325 @ 208V/350 @ 240V....... ............... ...VdC..... t .. .............P...Volt g................. ..... ... ... ... ...... .... -�. .,- :: t• R;.^o'we c... a *F t�7�k 4 �i''&e :o.. scb'`r 208V. ..... ...33 @.208V ,. �,.• •• r a•.a r - Max.In ut Current"` 9.5 13 ( 18 23 34.5 Adc rf �rYG .. ... 11ss@.zaov.L...... ....... (..3os@zaov..l.... . ......... P Max:In ut Short Circuit Current 30 'r.':x: .. ................................. .............. ..Yes ... .... Reverse.Polarity Protection ..... ..... ................................. .. ... - W „ %• .>', ry ,. _� ', ,M,,„,, h' r -:�q".., - ;, 111 ..Ground-Fault Isolation Detection ..600ka Sensitivity . 45 Adc .. ............ .. ..... .. ..... .. ..... .. ... ... ... .... ... .... ... .... .. ... 'w ......... ..... ............ . .. Maximum Inverter Efficiency 97.7 98.2.. .. .. ..98.3 .98.3.••• .....98 •. 98 .....98...... ......... -•; ..'s `,, -x :- fi-. tx _{ 'E" '. ',. .`` .a. :.. :, ;, ..................... . ............. ........... ..... ...... ..... ... ...... ... .. ". .._—..__,.. -.-... r Y'E^•''`'#� g ` �.'�i.• '�'1:r .m .....Weighted f 97.5 @ 208V. .... i�' .', `.,. :'-, '"+4-'"'�b• �t`d 1 � a av -kfsa; F +� ,+cr CEC Weighted Efficiency. 97.5 .. 98 •• 97.5 .. .. 97.5 ........97.5... % ... . 98 @ 240V 97 5 @ 240V ......... ................I...............I.................I..:...:........ .............. ...7 ... .. fir ' .... - <2.5 ...<4. ...W.. .f Ni Nighttime Power Consumption ADDITIONAL FEATURES .ona .................................... ...... f ,,., t.t t`rv, F ?^.;- , ,,,, ,.' .Supported Communicationlnterfaces •.,...__RS485,.R5232. .....net,ZigBee(op..... Revenue Grade Data ANSI C12 1 ....... ....... ...Optional. .... . ....... 3 STANDARD COMPLIANCE • .;. i.; � - .,�r;r''•' r`- r3:- s: z_.:`1 bat .aJrt :, r_, Safet ........................................ .... .._. ;;�,,- r y ,qt.,�. ,.. .... ...on .......... 16 EEE 547 98 t§... <1 ". +FF .' Connection Stan... .......... ..... ..................................... ........... Emissions....... .......... 1 FCC partly class BC ................................... ......... UL174 IINSTALLATION SPECIFICATIONS r AC output conduit size/AWG range 3/4 minimum/24-6 AWG 3/4"minimum/8-3 AWG ..•••••,• °*r`'t: : x i4 •ori..t X�`*.t�', �:yt.. 3 F 4i'•v #„#�',.;^'%Yk•` '..:" 2; ,. Ae C...... ............ ................. .................. .................................. ............ ,. ]{I. . ,- - • I .:. :,.', a rfi Y- �.:,. p ;r: DC input conduit size/#of strip s/ ... . ... AWGPan e g 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1.2 strings/14-6 AWG. :• . �.•,ur� x ., �r r> yr 6... .. .:....... . .. Dimensions with AC/DC Safety30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ 0.5 775 x315 x 260� ...; .< ?{ $ ?', t.,-•s.§= '.#x•t .. ea,r'=" 30.5 x 12.5 x 1 / ,�_ ,. _:. �_,..:,c .x,',ta .,� ,3:= Switch(HxWxD) .. ......775 x 315 x 17....... ......775 x 315 x 191...... ................. ITIM ............. -_: '' .,�r' -...•+.._ '" "�„ �_. ,'„ •• A" "�' ` Weight with AC/DC Safety Switch 51.2/23.2• .•54.7/24.7 •.88.4/40.1•. ••Ib/kg... g ....... ..... ..... .. ....................................... ................................ .................................. ..... ........... .... ......... ... . Cooling Natural Convection Fans(user replaceable) ' .......................................... ...............................`.25............................... ...................................................... ........... Noise - <50 clBA....The best choice for SolarEd a enabled systems ......Ope.r......................:. ................................................................... ....f� ............ . g y Max.Operating Temperature -13 to+140/ 25 to+60(CAN version 40 to+60) _ 'F/-C �. Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range................. Protection Rahn ...... ....... . .... ..... ... ......... ._................................... NEMA,3R.... ............. .............................. ........ Superior efficiency(98%) _ - For other regional settings please contact SolarEdge support. Small,lightweight and easy to install on provided bracket meted to 125%for locations where the yearly average high temperature is above sabove 77'F/25'C and to 135%for locations where it is below 77'F/25'C. For detaled information,refer to htt //•r^•sola de /fil /odfs/'nv rt r d o rsizin d.odf Built-in module level monitoring _ - •••ACAN P/Ns aenelgble for the Ontario used; the FITandmecmFITlmicmFITon,SE11400A-US-CAN)stated. Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 surtsa�c ql�C/ 0 r USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www,solaredge.us 0 ;'